HomeMy WebLinkAbout020-1125-60-000 (2)Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township
Reidenbach, James J. & Beth Hudson, Town of
CST BM Elev: Insp. BM Elev: BM Description:
iao Q 1 G5T
TANK INFORMATION
TYPE MANUFACTURER CAPACITY
Septic
~~; tsN G.~~'es~e~.. /
Po d ~ S~
Holding
TANK SETBACK INFORMATION
TANK TO /~P
/~7"~ ~ WELL LDG. Vent to Air Intake
~- .~. ROAD
Sec ' 750 /~ ~ 5 / ~
Dosing
Aeration
Holding
PUMP/SIPHON INFORMATION
Manufacturer
Model N r Demand
GPM
TDH Lift Friction Loss Syste TDH Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
ELEVATION DATA
County:
St. Croix
Sanitary Permit No:
515261 0
State Plan ID No:
Parcel Tax No:
020-1125-60-000
Section/Town/Range/Map No:
07.29.19.572
STATION BS HI FS ELEV.
Benchmark 7 ` ~
d Y
G~
Alt. B
'1
~ Z ~ ca . ~T
Bldg. Sewer
SUHt Inlet I ~ ~ 1
SUHt Outlet
~• t• 4.75
~- ~ S.~ S7.3
Header/Man. ,~~ `l~
7 9L•
7
Dist. Pipe 7• 9
•
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Bot. System 4 slg .jy,
Final Gnr/a`de A~J
, ~
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7
~g~
St Cover
~; , ~,
z s3 ~1j,) • ! 7
'
Vast ~-- Ol S ~ ~t 7. 1 ~o
.,
BEDITRENCH Width ~ Length j-•~ No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS ~i~',vILJ 1 - n
3 f II~GW~J ~
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer.
~~
„
INFORMATION
CHAMBER OR ~
`~~
~
Typ Of System:
~t) B~ 1
Ctti ~
~
~~
7d
~ UNIT
Model Number: ~; Gay,
DISTRIBUTION SYSTEM /5 f- / 5 ~--~ /S _-. 'S~~d`otf4,.
Header/Manif
old ~ Distribution x Hole Size x Hole Spacing Vent to Air Intake
/ Z +-I
o
Length ~ 0 y+
Dia Pipe(s) ` ~
Length \ Dia Spacing~_ `
\ ~ n
G,f~,.~~,,N,
SOIL COVER x Pressure Systems Onlv xx Mound Or At-Grade Svstems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center ti ~( Q Bed/Trench Edges /~_ Topsoil ~ ~s No Yes 0 No
_
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / /-
Location: 355 Miller Road Hudson, WI 54016 (NW 1/4 SE 1/4 7 T29N R19W) Eagle Ridge Lot 43 Parcel No: 07.29.19.572
1.) Alt BM Description = ~' ~ ~ Cd *JQ~ C~,4, i ~..s ~"' ~ o ~ o ~
2.) Bldg sewer length = ~
- amount of cover =~jf t ~^~ ~
Plan revision Required? 0 Yes
Use other side for additional information.
SBD-6710 (R.3/97)
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commerCe.wi.gov Safety and Buildings Division county
201 W. Washington Ave. O. ox 7162
~ St. Croix
i sco n s i n 7 ~
Madison, W7 Sanitary Permit Number (to be filled in by Co.)
Department of Commerce ~"~
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Sanitary Permit Application State Transaction Number
In accordance with s. Comm. 83.21{2), Wis. Adm. Code, submission of this form to the appropriate governmental Project Address (if different than mailing address)
unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS aze
submitted to the Department of Commerce
Personal information you provide may be used secondary n
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oses in accordance with the Privac Law, s. 15.04 1 m , Sta J ,J
I. A lication Information -Please Print All Informati n
Property Owner's Name / Parcel #
020-1125-60-000
Jim & Beth Reidenbach « ~~~~
Property Owner's Mailing Address
CRQIX CgUNTY
ST Property Location ~~
.
355 Miller Road PLANNING & ZONING OFFICE Govt. Lot
''
'
City, State Zip Code Phone Number /a, Section 7
NW
/a, SE
(circle one)
Hudson, WI. 54016 715-386-7557 T 29 N; R 20 E or w
II. Type of Building (check all that apply) Lot #
43 i
i
i
^ 1 or 2 Family Dwelling -Number of Bedroom//~~s 3 Subd
v
s
on Name
K~~ a cQ, wf,t Block # Plat of Eagle Ridge
^ Public/Commercial -Describe Use Na
^ City of
^ State Owned -Describe Use CSM Number ^ Village of
~~s e1~5 ~ l5~-15-t /5' a Na
l5 ^ Town of Hud_s_on
III. Type of Permit: (Check onl ne box on line A. Complete line B if applicable)
A' ^ New S stem
y Re lacement S stem
p y
^ TreatmentlHolding Tank Replacement Only
^ Other Modification to Existing System (explain)
B• ^ Permit Renewal ^ Permit Revision ^ Change of Plumber
^ Permit Transfer to New
List Previous Permit Number and Date Issued
Before Expiration Owner
IV. T of POWTS S stem/Com onent/Device: Check all that a t
on-Pressurized In-Ground ^ Pressurized In-Ground ^ At-Grade ^ Mound > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil
^ Holding Tank ^ Other Dispersal Component xplain) ^ Pretreatment Device (explain)
V. Dis ersaUTreatment Area Informatio :45 I dtrator "Q-4" standard chambers & 6 end s, Wieser Concrete filter canister w/ Pol Lo PL-525 uent fil
Design Flow (gpcja' Design Soil Application gpds~ Dispersal Area Required (sf) Dispersal Area Proposed (s System Eleva ton
450 gpd ~/ 0.50 gpd/sq. ft. 900 sq. ft. 917.40 sq. ft. 93.50', 94.00', 94.50'
VI. Tank Info Capacity in Total # of Manufacturer
l
Gallons Gallons Units a'
i o '~
U v
New Tanks Existing Tanks w c
o a
, ~'
«. 2 & ~ ~ ~
~,
a U vt ~, ~ w C7 F,
Septic or Holding Tank Na , 1,000 1 Weiser Concrete X
Dosing Chamber Na Na Na Na ~' ' 1
VII. Responsibility Statement- I, the node signed, assn a responsibility for ' alla ' n of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber' Signatur MP/MPRS Number Business Phone Number
James K. Thom son S MPRS 30021 (715) 248-7767
Plumber's Address (Street, City, State, Zip Code)
340 Paulson Lake Lane, Osceola, WI 54020
VIII. Count !De artment Use Onl
A
proved ^ isa
ro Permit Fee Date Issued Issuing ent Signature
p pp $ m
~ ~~ 5~/ ~ /o
^ iven Reason for Denial
IX. Condit~easons for Disapproval z / /
"I; Septic tank, effluenffifl®r and
dispersal cell must all be servkes /maintained
as per management plan provided by plumber.
2. Ail setback requirements must be maintained
Attach to complete plans for the system and submit to the County only on paper not less than 8 in x 11 inches in size
SBD-6398 (R. 02/09) Valid thru 02/11
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Wisconsin Department of Commerce SOIL EV UAjT~ION REPORT
Division of Safety and Buildings in accordance with Commdai-. Code
2211
Page 1 of 3
A.C.E. Soil & Site Evaluations
`~
~ County
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must:; ~
`''
~ St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
,
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. parcel I. .
020 1125- 0-000
Please print all information,
Revi ed By
Date
Personal information you provide y us rivacy , s.15.04 (1) (m)). 5 /~ /b
Property Owner Property Location
Jim & Beth Reidenbach Govt. Lot NW 1 4 SE 1/ S 7 T 29 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name r CSM#
355 Miller Road LINTY 43 Plat Of Eagle Ridge
City St ed6 8t~t11(e~6~IGE
~ ~ City ~ Village ~f Town Nearest Road
~
Hudson ~ 54016 715-386-7557 Hudson Miller Road
J New Construction Use: t/ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
t/ Replacement J Public or commercial -Describe:
Parent material Flood plain elevation, if applicable Na
General comments
and recommendations: Site suitable for conventional POWTS dispersal cell wit 0.5 pd/sq.ft./day loading rate. Proposed
trench elevations to be 94.50', 94.00' & 93.50'.
Boring # ~ Boring
>101"
'
Pit Ground Surface elev. 97.36 ft.
4' in.
Depth to limiting factor Soil A ication Rate
ppl
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/4 none sil 2fgr mvfr cs 2fmc 0.6 0.8
2 11-19 10yr4/4 none sil 2fsbk mvfr cw 2fmc 0.6 0.8
3 19-36 10yr4/4 none sicl 2msbk mfr cw 2fm 0.4 0.6
4 36-42 10yr4/4 none Is Osg ml cs 1f 0.7 1.6
5 42-101 10yr4/6 none % Osg ml - - 0.5 0.8
~y
Horizon #5 contains many stratified layers of 10yr4/6 medium coarse sand too numerous to differentiate. Loading rate reduced to refelct reduced
permeability of horizon due to textural changes.
Boring # Boring
Pit Ground Surface elev. 99.42 ft. >97~~ in. Soil A lication Rate
Depth to limiting factor pp
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dlftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/6 none sil 2fgr mvfr gs 2fmc 0.6 0.8
2 10-27 7.5yr4/6 none sicl 2fsbk mfr gs 2fm,1c 0.4 0.6
3 27-35 7.5yr4/6 none fsl 2msbk mvfr cw 1fm 0.4 0.8
4 35-42 7.5yr4/6 none Is Osg ml cw 1vf,f 0.7 1.6
5 42-52 7.5yr4/6 none ~~ Osg ml gs - 0.7 1.6
6 52-97 10yr4/6 none ' s Osg ml - - 0.5 0.8
Horizon #6 contains many stratified layers of 10yr4/6 me um coarse sand too numerous to differentiate. Loading rate reduced to refelct reduced
rmeability of horizon due to textural changes.
* Effluent #1 = BODS> 30 < 220 mg/L a d TSS >30 <' 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signat re: CST Number
James K. Thompson y„_. 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 5/5/2010 715-248-7767
Property Owner Jim & Beth Reidenbach Parcel ID # 020-1125-60-000 Page 2 of 3
a Boring # Boring
Pit Ground Surface elev. 97.61 ft. Depth to limiting factor >gg" in,
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/6 none sil 2fgr mvfr gs 2fmc 0.6 0.8
2 8-36 7.5yr4/6 none sicl 2fsbk mfr cw 2fmc 0.4 0.6
3 36-50 10yr4/4 none Ifs Osg ml cw 1fm 0.4 0.8
4 50-68 10yr4/6 none q3 ~ s Osg ml cvv 1 fm 0.7 1.6
5 68-78 7.5yr4/6 none Osg ml cw - 0.7 1.6
6 78-99 10yr4/6 none ~p ~ s Osg ml - - 0.5 0.8
Horizon #6 contains many stratified layers of 10yr4/6 medwm
permeability coarse sand too numerous to differentiate. Loading rate reduced to refelct reduced
of horizon due to textural changes.
Boring # J Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Textun; Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
^ Boring # J Boring
,J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) A.C.E. Soil & Sf[e Evaluatlon5
.
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Conventional POWTS Index & Tilte Sheet
Project Name: Reidenbach 3 bedroom Replacement Conventional POWTS
Owners Name: Jim & Beth Reidenbach
Owner's adress: 355 Miller Road, Hudson, WI 54016
Site address: Same
Project Location:
Subdivision: Lot 43, Plat of Eagle Ridge
Legal Description: NW1/4 SE1/4, Sec. 7, T.29N., R. 19W., Town of Hudson, St. Croix Co., WI.
Parcel ID #: 020-1125-60-000
Page 1 Index and Title Sheet
Page 2 Site Plan
Page 3 Dispersal Cell Sizing Calcualtions
Page 4 System Cross Section
Page 5 System Management Plan
Page 6 Filter Specifications
Page 7 Treatment &/or Filter Tank Cross Section
Page 8 Parcel map
Page 9 Septic Tank Maintenance Agreement
Page 10 Certification for Utilization of existing septic tank
Page 11 Waranty Deed
Attachments: Soil Evaluaiton Report
Mater
Signature:
Restricted Service: James K. Thompson, Dept. of Comm. Credential #30021
Date: S ~~~~
Page 1 Of l l
Design pursuant to In-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01/Ol)
DISPERSAL CELL SIZING CALCULATIONS
1. (3 bedrooms)(100 gallons estimated flow)(1.5 design factor) = 450.00 Gpd design flow
2. Infiltrative capacity of native soil = O.S,gpd/sq. ft.
3. Absorption area required: 900.00 sq. ft.
4. Absorption area as proposed: 917.40 sq. ft. (45 chambers total)
Infiltrator "Quick 4" = 20.00 sq.ft. EISA per chamber, Infiltrator "Quick 4" end cap (pair) = 5.80 sq.ft, EISA
900.00 sq. ft. - (3 pair endcaps)(5.80) = 882.60 sq. ft.
882.60 sq. ft./20.00 =44.13 chambers required
Number of trenches: 3 ~ 15 chambers per trench
Trench width: 2.83'
Trench length: 62.00'
Trench spacing: 9.00' on center
Total system area w/ 5' trench spacing: 21.00'x 62.00'
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Conventional Septic System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
General
The conventional septic system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall be maintained
in accordance with component manual SBD-10705-P (N.O1/O1). All local and/or state rules pertaining to system
maintenance and maintenance reporting shall be complied with.
Septic Tank
Septic tank servicing mechanics comply with Comm. 83.54(1)(e). Septic tank to be located within 150' of service pad, with
bottom of tank to be <_ 15' below service pad elevation. The operating condition of the septic tank and outlet filter shall be
assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in
the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR
113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are
not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be
needed to maintain less than 1/3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to
ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank
that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be
serviced if the alarm is activated. Septic tank manholes risers, access risers, and covers should be inspected for water
tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of
service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater
than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank.
No individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank
abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS
component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If
such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings
Division.
Soil Absorution Cell
Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should
be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for
vegetative maintenance) over the system is to be avoided. Soil compaction may hinder aeration of the infiltrative surface
within and above the system and will promote frost penetration during cold weather months. Cold weather installations
(October-March) dictate that the system be heavily mulched for frost protection.
Influent quality into the system may not exceed 220mg/L, BODS, 150 MG/L, TSS, and 30 mg/L FOG. Influent flow may not
exceed maximum design flow specified in the permit for the installation.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the
owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring.
Effluent flow shall be alternated between dispersal cells on atwo-year/I-year schedule by use of diversion valve.
Effluent to be diverted from new dispersal cell to old cell at 4 year anniversary of new system installation. Old cell to be
utilized fora 1 year period. Afterwards, effluent dispersal to be alternated between cells on schedule to allow use of new cell
for two years and old cell for 1 year.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by installing a new soil
absorption cell to bring the system into proper operating condition.
Questions on the operation or maintenance of the system should be directed to the installing plumber, Jim Thompson at (715)
248-7767 or the St Croix County Zoning Department at (715) 386-4680.
~. sQ~~i
EFFLUENT
FILTERS
"The PL-525 has 525 linear feet of 1/16"
slots. It has an automatic shut off ball. When
the filter is removed for cleaning, the ball will
float up and temporarily shut off the system
so the effluent won't leave the tank. No other
filter on the market can make that claim!"
"The PL-122 has over 122 linear feet of 1/16"
slots. Rated for 1500 gallons per day, and
can be manifolded together with other PL-
122's to double or triple the GPD. It has an
automatic shut off ball that stops flow when
the filter cartridge is removed for cleaning.
Comes complete with it's own housing, no
gluing of tee or pipe and no extra parts to
buy.
Alarm (~( Accepts PVC
accessib7li~ty ~ t~
~ extension handle
525 linear feet
of 1/16"
Ifltrat(on slots'"`~ a Rated for over
10,000 GPD
Accepts 4" & 6" ~Cw-~
SCHO. 40 Pipe
`\.
''! \-
t~, ,
\-
~ ~~ _-
{ _~_--e GA3 deflactm
_e Automatic shut-oH
ball wham filter
is removed
` Accepts 112" PVC
`.. Handle
F` Alarm
Swltch
122 Linear k.
-~ of 1/16 inch
Filter Slots
' Fitter Housing
.~ with 3"& 4"
~ Pipe Adapter
(!
-~;;
-:~T~_I~ Gas Deflector
Automatic
Shut-OH
c; Hall When
-rv,? Fitter is
Removed
From Tenk
Order # Model # Description
PK-525 PL-525 Effluent Filter System
PK-122 PL-122 Effluent Filter System
6-10
List Price
203.50
62.50
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FILTER CANISTER DETAIL SCALE:3/4" = 1' REV N0. DATE:
~^° m W~ESE~ COIICAETE DRAWN BY:SWT
z SEPTIC MANUAL W3716 US HWY10. MAIDEN ROCK, wi 54750 DATE: JANUARY 2008
J ~° REV, JAN. 2008 800-325-8456 FILE: SHEET 13
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ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
OwnerBuyer PTO rY, 2r-e. ~.~ ~.~,h
Mailing Address `~ Ste' ~~ ~ ~ lu 1~_
Property Address
(Verification required from Planning Department for new construction)
City/State ~~ v~ ~.Sc~r-3 , GJ s-. Parcel Identification Number V 2 C~ - 11 2 ~ ' ~ y ' ~
LEGAL DESCRIPTION 1
Property Location ~t.~ '/a, S~ `/a, Sec. ~_, T Z c1N-R! ~..,W, Town of w c 5
Subdivision = r ~ 1,C ~ \ ~ ,Lot # ~_.
Certified Survey Map # .Volume ,Page #
Warranty Deed # '~ ~ ~ S ~1 cl ,Volume ~ ~ ~ ,Page # ~ ~~ ~
Spec house ^ yes ^ no Lot lines identifiable ^ yes ^ no
SYSTEM MAINTENANCE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooners if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
masterplumber, journeymanplumber, restrictedplumber or a licensedpumperverifying that (1) the on-site wastewaterdisposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
staring that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
,.~-days of? the three y xpiration date.
.u.,
'' _... / /
A OF PLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are tnie to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the property des e, by virtue of a warranty deed recorded in Register of Deeds Office.
r
- / /
SIG ~~T[JRE APP ' ICANT DATE
****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ******
** Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
~. 9~~i
ST. CROIX COUNTY ZONING OFFICE
CERTIFICATION STATEMENT
FOR UTILIZATION OF EXISTING SEPTIC TANK(S)
This is to certify that I have inspected the existing septic and/or dose tank
presently serving the following residence:
(Street address) 3~s /lei oc~c~ located
at: ~_'/4, 5~ t/4, Section ~, Town~~N, Range~~W,
Town of ,~~~srrr, , St. Croix County Wisconsin.
Upon inspection, I certify that I have found the tank(s), to the best of my
knowledge, will conform to the requirements of Comm. 84.25, and it (they)
appear(s) to be functioning properly.
Most recent date of inspection or service
Did flow back occur from absorption system? Yes No f-
(if no, skip next line.)
Approximate volume or length of time: - gallons minutes
Tank Capacity: ~~
Construction: Prefab Concrete t/~ Steel Other
Manufacturer (if known): G~,~,;5.e,- Ca~c~'e~
A o k (if known); ~G~ yeaics
ermit nu ber (if known) ,,3~S3S-
icensed Plumber Signature) (Print Name)
mot. ~,P. s.
(Title)
S ~O/o
(Date
3~-z/
(License Number) ]~/MPRS
Form to be completed by licensed plumber (Dept of Commerce Chapter 5
and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin
Administrative Code)
Rev. 9/2008
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OO+";`~A =~s? NG>. '': STATE BATS Off' WFSi'UI:SI~ T?G1~3: 1--`.8f.`~
F _ RI.LO NO; 21.15701. &~~1~ I ~JPA6C ~;)
ESCROW NO: EC8o66[+~-BJM
,;
This Deed, made between ...DAVID M.• :!L~LONE~•-JR-.•.-AND
_.......-CYNTHIA..J.- _MALONE,~_-HUSBAND.--AND._WIFE-~--•AS----.-
'I
.......................... ..•--.._...------•-•---•---•-----•----••-•---.....------•--------...., Grantor,
l! and-...JAMS J. REIDII ArID•~.C:..I~I.~`~.1_:~,----------------~.
±t Ht~.ANR..WZk~,.. ~..~VI~.-M~~-.PF~?P'F~['K --...-----
TMI~} 8Me1CL RE55'?Y FG FG9i fi£C:i AOIt~tG 6ATA
~~~e
ST, ~(~ - i~l~,
R~c'd. fi~.x Record lla;~ 1 s t
~c7j/ Of OG t . A.U. 119$6
11:20 A ~~+
~t_A Owls
----------------------•----- ---...................._............_......-- ---....-•------------•-. Grantee,
Vtilitnesseth, That t}~e said Grantor, foz a valuable consideration_._..
thia..Aa~.].ax....t.S~..-Q0:)-..and-.a.>~hex..good...and..val,uab~e...ao~s~~ratton _
RLTURN TO
conveys to Grantee the following described real estate in _.._S.T,...CROIX..-..-..
Couniy, State of Wisconsin:
LOT 43 EAGLE RIDGE, TOWN OF HUDSON, Ta: Parcel No_ ___________________________________
ST. OUNTY, WISCONSIN.
~-.Alv'SF
F~
This ---------------•-.--........ homestead property.
' (is) (is not)
~: , ~
',
Together with all and singular the hereditaments and appurtenances thereunto belonging;
And...DAY.LD..M~...MALOIdE-,•--JR~..ANI).. CXhtTHIA .~Is..1~+18LO1~IE-------------- -.--.-----------.-•---.--....----•-
warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except
and will warrant and defend the same.
Dated Chia ---------------- ---•-----.3~~_ day of ._~~..i,'2~.!~~~.._
-•--.....- -...-•--------• ---•-/------•--•------• 19--------•
-------(SEAL) -- -..- /1./!~ ~t~~. -i--------•--•------(SEAL)
. D ID M. MA ONE R.
------- ------------°------•--...----...-•---••----•-•---------- ._(SEAL) x.-- - - -.'~t`q.% -- -'.- i~l~!-~~x-~..:-----(SEAL)
CY HIA J.LONE „-
_ e
AIITHBNTICATION ACHNOWLBDCi]![lilk'P -• ~~1 -
3ignatare(aj .....................................°..---°------.-.--- STATE OF WISCONSIN .;; Q ~
.~.. V :c.
:~ ~•.
_County ~®
anthenhcated this ----..--day of--------------------------- 19-----. Personally came before me this .as ~`~~.`/••~~ '~
---~?~Q!(1n~3Er-------------- 19.x-- ~e'il:bobl3ed
TITLE: NEIdBEli STATE BAB OF WISCONSIN
(If not, --------•-•--•-•--...-•--••----•------•-•---------•--•-••--
aathorized by ~ ?06.06, Wis. Stata.)
THIS INSTRUMENT WAS DRAFTED BY
"PREPARED 8Y ANTHONY ZOilA80LAS'
to me known to be the person .-______._._ who executed the
'~regoi;,g iratrsaert and acknowledge the same.
--~ x'1!"1-- YL l :1(~~61.11ti1Y~.~ ------
--- ~--M:-.Y~OLt~SN-11~~.1--------------------------
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Nnta*v Pnhlir ST• C.1zO~X (`nnnty Wi•